Techdcal DaSaCaructeristiques

..

. . . ..., ,e. ,i ”., . ..”. ~..

techniques

.. . _—.——_. . .

‘ LTM1090

.-.

—

Mobile CroneGrue automotrice

m

-?

o

e

,.,

*

Lmmg capacmes as teiescopcBoom.Forcesde Eevage u lafE&cheWescopique.

Elwm—m

33000 ml o85?40

~r-t.

39 ft 64 ft 69 ft 64 ft 115 ft 140 ft 148 ft*)

10 219 208 1011 209 199 1112 199 190 1213 189 182 1314 177 171 1415 166 160 1516 157 151 1617 148 143 120 1718 141 136 117 1820 126 122 110 70.6 2022 116 111 102 . 70.5 2224 105 101 93 70.5 68 54.6 41.2 2426 95.5 93 82 70.5 68 S4.6 41.2 2628 65.5 84 74 70 65.5 53.9 40.6 37.6 31.5 2a30 66 68.5 62.6 62.9 39.7 37.6 31.5 3032 60 66 58 51 38.4 37.6 31.s 3234 5s 62.5 53.9 48.8 37.1 37 31.4 3436 50.7 58.5 50 46.4 35.9 36.9 31.1 3638 46.3 54.5 46.1 44.1 34.8 34.9 30.8 3840 42.4 50.8 42.6 41.6 33.6 33.8 30.3 4045 35.1 43.2 36.8 35.3 31 30.9 28.3 4550 28.9 36.8 30.4 30.2 26.6 26.4 2S.4 5055 31.6 25.9 25.9 26.2 25.5 $M.4 5560 22.1 22.3 28.9 22.3 22.2 6065 19 19.3 21.8 19.4 19.4 6570 16.4 16.8 m 17 17 7076 14 14.7 18.3 15 14-9 7680 12.7 16.8 13.1 13.1 8086 10.9 15.1 11.5 11-5 8560 9.4 13.5 10.1 10,1 6095 8 12 8.7 8.7 9s

100 10.8 7.4 7.5 100105 6.4 6.5 105 f--110 5.6 5.6 110 ‘i116 4.8 4.8 115120 4 4.1 120125 3.3 125130 2.6 130

I o 93 0 93 93 0 93 100 Io 0 37 37 62 93 93 100 no 0 37 37 62 93 93 100 IIIo 0 37 37 62 93 93 100 Iv

*)avwrrearlend&-a TAB 70100

Remarks referring to loadcharts.

1. The tabulated fifting cap.snities do not exceedS5 % or the tippblgload.

2. The ormm”mstructural steelwnrk is In -r-dance with DIN 15018, part 3. Design and con-struction of the crane aomply with DIN 1S018.part2, and with F. E. M. regulations.

3. The 86 % nve.rtumdnglfmit values take into-unt udnd force S = wind npeed .241mph.

4. Lffting Capacdtiedem given in Mps.5. The weight of the honk blccks and hooks must

be deducded frnm the Iffting aapaaities.8. Working rudii are measured from the dewing

atmtmlke.7. TIM IiftSng c+witien given for the t.desoopic

boom only npplyif the fohiingjib 1.staken off.8- JJftingcaptudties am subjeat ta mc+lifim-

tions.

Remarques rdatives aux tableauxdes charges.

1. Les fmces de lcrvagetidiquhs ne d6passent66% de la charge de lx+smdement.

2. La norme DIN 15018. ~me partie ant appli-qude pour ]es nharpentes. La oonstructkm de lag-rueeatr&alis&e conformbment ~ la normeDIN 15018, 2i3me pcutie et au ri?gles de laF. E. M.

3.A 66 % de la charge de lmmxdement, il a btdtcmucnmp~ d’umventde fame 6. viteuse devent 24)mph.

4. Len forces de Image snnt donm5es en kips.6. Im poids des mouflea et crochets doit atm sous-

tmdt den charges indiqubs.6. tin pnrt&s snnt calmdbes A partir de lkxe de

mation.7. LeiIforms imliqudes pour la flhhe t4kscopi-

que s’entendent flhhette d~pliable d+ns&e.8. Lea fo- de Image #rentmndiflables saris

pn%vis.

Lifting capacities are given

. .=,,.k

,. ..-. ‘=?

kii!!iJW3ft-148ft i!!!!!) @)360° =143WJ: Oe

75?40

39 ft 64 ft 69 ft 64 ft l15ft 140 ft 148 ft

10 208 1011 19712

11186

1312

17314

13162

1514

151 1618 14217

16135 117 Q 17

18 128 11020

18114 66.5 70.5 m

22 103 83.5 70.5 2224 91.s 73 70.5 65.5 54.6 41.2 %26 60.5 64 70.6 60.5 S4.6 41.2 2028 71.5 57 65.5 55 51.5 40.6 34 27.9 2a30 50.7 59.9 49.6 47.8 3!3.7 34 27.9 3032 46.5 54.8 45.1 43.6 38.4 34 27.9 3234 41.1 50.4 41.1 40 37.1 33.3 27.9 3436 37.3 46.5 37.7 36.8 35.9 32.3 27.9 3838 33.4 42.7 34.3 33.6 34.8 31.3 27.9 3840 30 39.2 31.2 30.7 33.5 29.9 27.5 4045 23.7 32.6 2s-3 25.3 29.8 24.950

24.4 4518.7 27.5 20.s 21 26.8 20.9 20.8 ~50

5s 23.1 17.2 I 17.5 22.1 17.6 17.5 5660 14.1 14.6 19.16s

14.9 14.8 G11.7 12.2 16.7

7012.6 12.6 6s

9.6 10.3 14.6 10.7 10.7 7075 7.7 8.S 12.8 980

9.1 756.9 11.1 7.6

857.6 80

5.% B.e00

6.3 6.3 6s4.5 8.3 5.2

es5.2 80

3.5 7.3 4.2 4.3 96100 43.3 3.3 3.4 100

@

I o 03 0 93 93 0 03 100 Io 37 37 62 93 93 1000 37 37 62 93 93 1000 37 37 62 93 93 100

‘l!A870101

t

ii

---

Les forces de Ievage sent donneesen kims fl XMMJ Ilmd.

. __-—._.— —-. — .. ..-. —— ... . . .. .. . . ... .. ... . . ... .. . . . . . .. .. . --- . .. . .. . .. -.r--

!1’,,

?iE!iJ.sft_.**tE!i!El(@lOoGE133.00*b.1143001bs o75%

39 ft 69 ft

33000 lbs 143001bs

14

33000 lbs 143001bs

63.6 54.7 14

15 60.6 SO.2 1516 57.5 46.1 1617 64.1 42.4 50.s 38.8 1718 50.3 * 39.1 48.1 36.6 1820 42.9 32.7 42.8 32.3 2022 37.4 28.3 38.6 2s.9 2224 32.7 24.4 34.9 26 2426 28.7 21.2 31.7 23.3 2%28 2.5.6 18.7 23.6 21.1 2830 %.7 19.1 3032 22.3 17.3 3234

——21.4 15.7 34

38 1s.6 14.3 3638 :J.g 12.9 3840 16.4 11.6 4045 13.4 8.9 45so 11 7 so65 5.5 65

I o 0 Io 370 370 37

OO=Ovsrrsar/sur arri&s TAB 70064 I 7009s

Ms.x. speed for trawl with auqsndsd load In longitudinal dirsotlon of -e: 1 mph (MS operating instructions).VitswIS de dbplscsment msui. vu la

e

translation avsa charge en sena longitudinal psx rapport A Iagrus: 1 mph (vcdr msnuel dhatr’uotions).

h,..

4,.

.-

L

[;:

.

.s

fi.::j.i’*-7>“. .

1.

;

r

Liitlng heights.Hauteurs de Revage.

----

.—

I230 ft.

213

197

180

164

148

132

9

115

99

82

65

50

33

17

0 17 33 50 650

82 99 115 132 148 164 180tt.

(

,. . . . . .. .... ... . .,= ... ~ .. . , .. .,. -,. -., .——.. . .. .

Lifting capacities at the folding iib.Forces de hwage d la fflechet~e pfliumte.

* ~--

115 ft-148 ft E!!E!i137ft.mft P!Il @l... @ o85%33000 lbs

125 ft 140 ft 148 ft 115 ft 140 ft 146 ft

c’; ..’

37 ft 37 ft 37 ft 66 ft 66 ft 66 ft

0“ 15” 30” 00 15” 30” o“ 15”30

30” IY 15” 30” o“ 15” 30” 0“ 15” 30”24.3 19.3 3024.3 18.9

:2 24.2 18.432

19.8 14.836

15.8 12.2 11.624.1 18 19.7 14.5 15.8 11.9 11.5 :24.1 17.5 19.5 14.1

z15.8 11.6 11.5

17.1 11.1 19.4 13.7 8-7 15.7 11.3 7.5 11.4 10.438

45 %6 1610.7 0.7

10.6 19 8.3 15.6 10.8 7.1 11.2 1040

50 10.1 18.6 :;.1 7.9 15.2 10.4 6.7 1110.6 9.s 46

22.5 1555

9.6 10.3 8.921.2 14.1

9.3 7.59.8 17.7 11.3 7.5 14.7

50

609.9 6.4 10.8 9.3 7.3 10.1 8.6

19.9 13.2 9.4 16.8 10.5 7 13.9 9.4 6 10.6 8.9 79.1 7.1 65

%5 18.6 12.2 99.9 8.2 6.2 8.9 6-8

15.9 9.8 6.6 13.24.6 60

708.8 5.6 10.5 8.8 6.8

17.1 11-59.7 8 5.9 8.8 6.6 4.4

8.5 14.8 9.2 6.4 12.58s

8.2 5.3 10.375

8.4 6.615.4 10.8 8.1 13.8 8.8 6.2 11.7

9.5 7.7 5.5 6.4 4.2 70

807.8 4s 10 8

13.6 10.3 89.4 7.3 5.2

12.8 8.4 6:: 6.1 4

7.7 ::75

85 12 9.77.4 4.6 9.6

7.8 11.7 7.8 5.8 k9.2 6.9 5.1 7.9 5.8 3.8 80

606.8 4.4 9.2 7.3 6.1

10.6 9.4 7.4 10.4 7.4 5.7 9.9 6.4 44.9 7.5 S.6 3.7

8.9 :.6 u 4.7 7.265

9.4 8.96.9 5.9

7.2 9.2 73.5 60

lE9.1

8.2 8.3 7 86.1 3.7 8.5

6.7 ;: 8.16.7 5.7 8.3 6.2 4.5 %.9 :; 3.3

1056.7 3.3 8.1

7.7 0.8 6.96.5 5.5 7.9 6 4.3 6.7 4.6 lE

110 G 6.7 %.6 6.16.3 5.1 5.3 3.2 7.8 6.3 5.35.9 4.9

7.5 5.6 4.1 %.3 4.4:.1 6 3 7.4

M 105

115 5.9 6.1 5.36-1 5.2 7 3.9 6.1 4 2.5

%5.6 4.7 6.2 % 3.8 6.8 3.8 2.3

110

1204.6 2.8 7 6.9 5

5.4 4.5 5 4.5 ::115

4.2 2.612s 4 H 4.7 3.9

5.8 4-8 6.5 4.8 3.6 5.2 3.6 2.14.3 4-3 3.9 3.9 2.4 x

120

130 3.8 45.6 4-6 4.8 4.6 3.4 4.6 3.4

M 3.1 3.33.7 3.9 3.5 2.2 5.4 4.4

12s

135 z 3.1 3.4 N4.2 4.4 3.2 3.9 3.2

3.1 2 R130

140 2.45.2 42 3.6 42 3 3.4 3

2.5 2.8 2.2 2.6 5.6 5135

1453.1 3.8 2.8 2.9 28

4.8 $9140

1502.6 3-3 2.6 2.4 2.4

2+145

1654.6 3.7 2.2 2.8 2.5 2 2.2

4.2150

1604.4 3.5 2.3 2.3 2 155

*

3.8 4.1 2.1 160TAB 70102/70104/70106

4 125 ft 140 ft 148 ft 11s ft 140 ft 148 ft..

37 ft 37 ft 37 ft 66 ft 66 ft 66 ft

o“ 15” 3W Oo 16” 30” o“ 15” WY 0“ 15” 30” w 16” 30” (Y 15” 30430 2s 193 3032 18:934 E 18.4 19.4 14.8 12.2 10.7

32

23 18 19.4 14.5% 22

:: 11.9 10.734

17.5 19.4 14.1 11.636

40 23 17.1 11.1 19.4 13.7 8.7 R10.7

45 2311.3 7.5 10.7 10.4 9.7 8.5 %!

10.5 1950

10.8 7.1 10.7 1020.7 :: 10.1 18.5 S.1 n ::

8.7 8.5 4510.4 6.7 10.7 9.6

55 17.9 14.19.7 8.9 7.5

9.8 17.1 11.3 7.5 14.750

60 15.3 13.29.9 6.4 10.7 9.3 7.3 9.7 8.5 u 7.1

9.4 14.8 10.5 766

13.8 8.4 6 10.6 8.9 7 9.7 8.2 6.2 8.5 %.8 4.8 E13.1 11.5 9

7012.7 9.8 6.6 12.7 8.8 5.6 10.5 8.8 6.8 9.7 8 5.9 8.5 6.6 4.4 6s

11.2 10.5 8.5 10.9 9.2 6.4 1175

8.2 5.3 10.3 8.4 6.6 9.5 7.7 5.5 8.5 0.4 4.2$3.2 8.1 8.8 6.2 9.4

70

80 E 7.8 87.8 4.9 10 8

% 8.3 69.4 7.3 5.2 8.3 (3.1 4

8 7.7 E 8.9 6.9 5.1 7.9 5.8 3.875

85 6.9 6.7 7.8 e.77.4 4.6 9.6 80

607.6 5.8 6.8 6.8 4.4 7.3 6.1 7.7 6.6 4.9 7.4 5.6 3.7

S.6 7.2 5.6 6.5 5.7 5.7 .%65

;.: 4.7 6.3 4.76.4 4 6.9 5.9 6.7 6.4 4.7 6.4 5.2 3.5

5.5 5.5 4.8lE 3.9 3.8 5.2 3.8

5.6 3.7 8-3 6.7 5.7 5.7 6.2 4.5 5.4 4.9 3.34.5 5.1 3.9 4.7 3.3 7.6

E

105 36.5 5.5 4.9 5.9 4.3 4.e 4.6 3.1

4.3 3100

110 2: 2.3 3.5 2.33.7 4.3 3.1 3.8 3.2 6.8 6.3 6.3 4.1 5.4 4.1 3.8 4.4 2.92.9 3.5 2.4 3.1 3

105

115 2.76.1 5.2 3.4 4.6 3.9

::3.1 4 2.5

2.3 2.7 2.4 2.6110

1205.9 s 2.7 3.8 3.8 2.4

4.83.6 2.3 115

5.5 4.8125

3.2 3.6 2.9 2.14.2

120

1304.8 4-6 2.5 3.4

* -

3.712s

1354.3 4.4 2 2.7

3.2 3.8 4.1130

1402.1

2.8 3.3 3.713s

145 2.4140

1502.8 3.2 145

1552 2.4 2.7

2.1150155

TAB 70103I7010’sI70107

1-

‘>

Dimensions.Encombrement.

I I

+15’33,4” :~10’61/4”+

RI - All-wheel steeringDireotion tautm rouem

—

1e uummmmn.I m.aemz.nnn... ~=

A A B c D E F a P lx~,..

16.00 R 2s 12”9%” 13.3i/2.. 8V/4as ~.~. Z2’4M” lb */z,, 17-” 24” 24” 19”

● Icrwere’d I abd=ti

.

Weights.Poid-s.

.-

..

*

●

-.

Axle1 2 3 4 5

Total weightEssieu Poids total

1

0

lbs 26500 26500 26500 26s00 26500 132500with 14300 lba countarwdght and foldlng jib/ aveo contrepcdds 14300 lbm et flc%betta pliante

“m

Load (ldpe) No. of sheaves No. of lines Weight lbsForces de levage (kipe) Poulies Brins Poids Ibs

198.4 7 14 2206154.3 6 10110.2

17643 7 862

48.5 1 3 72816.53 1 419

Working speeds.Vitesses.

(5G=_]

f1 2 3 4 5 R

-@@

o emph 8 13 19.9 28.8 42.9 8.7 26%

omph e- 5 7.5 11.8 16.8 23 5 50%

c1@ 16.00 R 2S

mDrive infinitely variable Rope diameter / Rope Iengz.h Max. single line puil

BW3ankmes en continu Diam&re du cable / Longueur dn cAble Effort au brin maxi.

H1

0 376 fthnin single line

fthnin au brin simple1%6” 1820’ 1861S lbs

fthnin single line0- 37s

fthdn au brin simple*%6” t 820’ 16615 lbs

o380 0-2.0 rpm

4\ approx. 25 seeonds -40 seconde to reaoh 83° boom angle.- env. 26s - 40s jusqu’* 83°

4J approx. 120 seconds for boom extension from 39 ft -148 ft

env. 120s pour paaser de 39 ft -148 ft

Truck chassis.. .. .

Frame:

Outriggers:

Engine:

Transmission:

Axles:

Suspension:

Tyres:

Steering:

Brakes:

Driver’s cab:

Electrical system:

Liebherr designed and manufactured, box type, torsion resistant, all-welded construc- C

tion made of high-tensile structural steel.4 sliding beams with hydraulic extension cylinders and hydraulic support pad jacks.Front outriggers mounted between axles 1 and 2, rear outriggers at rear of truckchassis. ,-

Diesel, 8 cyiinder, watercooled, make Daimler-Benz, type OM 442 LA, output 320 kWDIN (435 HP) at 2100 rpm, max. torque 1300 lbs-ft at 1100 – 1600 rpm. *

.

Fuel tank$apacityv 132 gallons.1

Allison type CLBT 755 automatic transmission with torque converter andhydrcd~amic retarder brake. 5 forward speeds, 1 reverse. Transfer box with frontwheel drive engagement and off -road range. —-. ..Heavy duty crane truck axles, all 5 axles sprung. Axles 1,2 and 3 steered, Axles 1,4 and ~5 are planetary axles with lockable transverse differentials. .

~ axles are hydropneumatically sprung with automatic levelling. Load equalization ~between axles 1 and 2, single axle 3 and axles 4 and 5. Suspension hydraulically iocked. ~10 tyres, alI axles with single tyres. Tyre size: 16.00 R 25. c

7#semi-unitaryhydraulic power steering, dual circuit system. with hydraulic servo;,

mechanism and auxiliary pump circuit.t-

Service brake: servo assisted air brakes acting on all wheels, dual circuit system....,..

Hand brake: spring-action, acting on all wheels of axles 3 to 5.Large-area, all-steel cab with resilient mountings, safety glass windowe and full range

%>

of instruments.,.6

24 Volts DC, 2 batteries, lighting to German road vehicle regulations.~~$

Crane superstructure.Frame:

Crane engine:

Crane drive:

Crane control:Main winch:

Luffing gear:Slewinggear:Crane cab:Safety devices:

Telescopic boom:

Electrical system:

‘.

Liebherr-made, torsion-resistant, welded construction made of high-tensile structural ~

steel. Connection to truck chassis by triple roller slewing ring, designed for 360° ccn-:

tinuous rotation. ;Diesel, 6 cylinder, watercooled, make Dairnler-Benz, type OM 366A, output 115 kWDIN (156 HP) at 2100 rpm, max. torque 413 lbs-ft at 1400 rpm.

“o

i

Fuel * capaeit~ 74 gallons. }

Diesel-l@rauli~ with 1 duplex -al-piston pump with automatic output control1 duplex gear-type puxnp,regulated open hydraulic circuits. [By self-centering control lever, movable in 4 directions (cross-control arrangement). :

Axial piston motor, ffl hydraulic power up and down. Hoist drum with integratedplanetary gear and spring loaded brake. :Hydraulic cylinder with integral safety locking valves. - !“

Planetary gear with flange connected axial pistan motor and spring loaded brake.

1-

-.

All-steel construction fully galvanized, safety glazing, controls and instruments.

LICCON overload safety indicator, hoist limit switch, safety valves to protect hydraulicsystem against pipe and hose fracture.1 boom pivot section and 4 telescopic sections; can be extended hydraulically under par- itial load. Telescopic section 1 can be hydraulically extended independently, telescopic isections 2, 3 and 4 can be extended with synchronised action.Boom Iength: 39 ft -148 ft.

:i

24 Volts DC, 2 batteries./

b

Additional equipment.Folding jib: 37 ft -66 ft long. for mounting as extension on telescopic boom at 0°, 15° or 30°.Hoisting gear 2: For two-hook operation.Drive 10x 8: Axle 2 additionally driven.

AU-wheel steering: Additional steering of axles 4 and 5.Driving from crane cab: Driving and outrigger control aISO from crane cab.

Other items of equipment available on request. .,

..-